Bridge Statistics for Wernersville, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 72ft / 22.2mTotal length
- $631,000Total costs
- 61,514Total average daily traffic
- 3,170Total average daily truck traffic
- 93,112Total future (year 2005) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Wernersville
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 21920-1929
- 11930-1939
- 41940-1949
- 61960-1969
- 11980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 31980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 14.3%Good
- 28.6%Satisfactory
- 35.7%Fair
- 7.1%Poor
- Bridge Condition - Superstructure
- 11.8%Very good
- 17.6%Good
- 23.5%Satisfactory
- 23.5%Fair
- 17.6%Poor
- 5.9%Serious
- Bridge Condition - Substructure
- 5.9%Very good
- 35.3%Good
- 23.5%Satisfactory
- 23.5%Fair
- 11.8%Poor
- Bridge Condition - Channel
- 11.8%Good
- 11.8%Satisfactory
- 41.2%Fair
- 35.3%Poor
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Structure Number: 4831, Location: W. PENN AVE. & GRAND BLVD (Lat: 40.335353, Lng: -76.101081), Route carried "on" structure: US 422, Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15,782 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 23,775 (year 2032), Design Load: HS 20, Features Intersected: HOSPITAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.257, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4831, Location: W. PENN AVE. & GRAND BLVD (Lat: 40.335353, Lng: -76.101081), Route carried "on" structure: US 422, Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15,782 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 23,775 (year 2032), Design Load: HS 20, Features Intersected: HOSPITAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.257, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 4832, Location: WEST OF WERNERSVILLE (Lat: 40.333667, Lng: -76.095214), Route carried "on" structure: US 422, Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 15,782 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 23,775 (year 2032), Design Load: HS 20, Features Intersected: MANOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.014, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4832, Location: WEST OF WERNERSVILLE (Lat: 40.333667, Lng: -76.095214), Route carried "on" structure: US 422, Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 15,782 (year 2022), Truck Traffic: 6%, Average Future Daily Traffic: 23,775 (year 2032), Design Load: HS 20, Features Intersected: MANOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.014, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 4833, Location: EAST OF WERNERSVILLE (Lat: 40.326336, Lng: -76.060667), Route carried "on" structure: US 422, Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 16,212 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 22,374 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CACOOSING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.256, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 4833, Location: EAST OF WERNERSVILLE (Lat: 40.326336, Lng: -76.060667), Route carried "on" structure: US 422, Year Built: 1947, Year Reconstructed: 1987, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 16,212 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 22,374 (year 2032), Design Load: HS 20, Features Intersected: LITTLE CACOOSING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.256, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 5142, Location: BROWNSVILLE ROAD (Lat: 40.370158, Lng: -76.092453), Route carried "on" structure: State highway , Year Built: 1934, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,552 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 2,223 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO SPRING CREEK, Facility Carried by Structure: SR 3008(LR06056)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $137,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5142, Location: BROWNSVILLE ROAD (Lat: 40.370158, Lng: -76.092453), Route carried "on" structure: State highway , Year Built: 1934, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,552 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 2,223 (year 2032), Design Load: HS 20, Features Intersected: TRIB.TO SPRING CREEK, Facility Carried by Structure: SR 3008(LR06056)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.734, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $30,000, Total Project Cost: $137,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5143, Location: BROWNSVILLE ROAD (Lat: 40.370008, Lng: -76.081228), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 2010, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,552 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 2,223 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: SR 3008(LR06056)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5143, Location: BROWNSVILLE ROAD (Lat: 40.370008, Lng: -76.081228), Route carried "on" structure: State highway , Year Built: 1962, Year Reconstructed: 2010, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,552 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 2,223 (year 2032), Design Load: HS 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: SR 3008(LR06056)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.859, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5175, Location: FURNACE ROAD (Lat: 40.329283, Lng: -76.090153), Route carried "on" structure: State highway , Year Built: 1994, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,426 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,477 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 3029(LR 06148)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5175, Location: FURNACE ROAD (Lat: 40.329283, Lng: -76.090153), Route carried "on" structure: State highway , Year Built: 1994, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 1,426 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 1,477 (year 2032), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR 3029(LR 06148)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 48 months, Inspection Date: December 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5181, Location: SPORTSMAN RD. (Lat: 40.334497, Lng: -76.106183), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,928 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,448 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR3036 BRIDGE ONLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 5181, Location: SPORTSMAN RD. (Lat: 40.334497, Lng: -76.106183), Route carried "on" structure: State highway , Year Built: 1964, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 2,928 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 4,448 (year 2032), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: SR3036 BRIDGE ONLY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $9,000, Roadway Improvement Cost: $27,000, Total Project Cost: $123,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 5381, Location: NORTH OF SR 422 (Lat: 40.335400, Lng: -76.094308), Route carried "on" structure: ServiceCity street , Year Built: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 122 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 171 (year 2005), Design Load: H 20, Features Intersected: MANOR CREEK, Facility Carried by Structure: POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5381, Location: NORTH OF SR 422 (Lat: 40.335400, Lng: -76.094308), Route carried "on" structure: ServiceCity street , Year Built: 1968, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 122 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 171 (year 2005), Design Load: H 20, Features Intersected: MANOR CREEK, Facility Carried by Structure: POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5382, Location: WEST OF BROWNSVILLE (Lat: 40.363767, Lng: -76.085269), Route carried "on" structure: Alternate City street , Year Built: 1920, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 73 (year 1985), Average Future Daily Traffic: 350 (year 2030), Features Intersected: SPRING CREEK, Facility Carried by Structure: HEIDELBERG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $58,000, Total Project Cost: $99,000
Structure Number: 5382, Location: WEST OF BROWNSVILLE (Lat: 40.363767, Lng: -76.085269), Route carried "on" structure: Alternate City street , Year Built: 1920, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 73 (year 1985), Average Future Daily Traffic: 350 (year 2030), Features Intersected: SPRING CREEK, Facility Carried by Structure: HEIDELBERG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: April 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $58,000, Total Project Cost: $99,000
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Structure Number: 5387, Location: EAST OF HEIDELBERG ROAD (Lat: 40.346431, Lng: -76.091425), Route carried "on" structure: ServiceCity street , Year Built: 1961, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 157 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2030), Design Load: H 20, Features Intersected: HOSPITAL CREEK, Facility Carried by Structure: WOOLTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5387, Location: EAST OF HEIDELBERG ROAD (Lat: 40.346431, Lng: -76.091425), Route carried "on" structure: ServiceCity street , Year Built: 1961, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 157 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2030), Design Load: H 20, Features Intersected: HOSPITAL CREEK, Facility Carried by Structure: WOOLTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5388, Location: WEST OF HEIDELBERG ROAD (Lat: 40.348997, Lng: -76.107597), Route carried "on" structure: ServiceCity street , Year Built: 1964, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 161 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2030), Design Load: H 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: WOOLTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5388, Location: WEST OF HEIDELBERG ROAD (Lat: 40.348997, Lng: -76.107597), Route carried "on" structure: ServiceCity street , Year Built: 1964, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 161 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 1,000 (year 2030), Design Load: H 20, Features Intersected: SPRING CREEK, Facility Carried by Structure: WOOLTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5453, Location: .5 MI. E. OF WERNERSVILLE (Lat: 40.318031, Lng: -76.066486), Route carried "on" structure: City street , Year Built: 1942, Year Reconstructed: 1966, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,682 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 8,212 (year 2030), Design Load: HS 20, Features Intersected: LITTLE CACOOSING CREEK, Facility Carried by Structure: LINCOLN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $218,000, Deck Structure Type: Open Grating
Structure Number: 5453, Location: .5 MI. E. OF WERNERSVILLE (Lat: 40.318031, Lng: -76.066486), Route carried "on" structure: City street , Year Built: 1942, Year Reconstructed: 1966, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,682 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 8,212 (year 2030), Design Load: HS 20, Features Intersected: LITTLE CACOOSING CREEK, Facility Carried by Structure: LINCOLN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $48,000, Total Project Cost: $218,000, Deck Structure Type: Open Grating
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Structure Number: 5454, Location: S.W.OF WERNERSVILLE (Lat: 40.324675, Lng: -76.093311), Route carried "on" structure: City street , Year Built: 1921, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 120 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2019), Features Intersected: MANOR CREEK, Facility Carried by Structure: WALTERS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5454, Location: S.W.OF WERNERSVILLE (Lat: 40.324675, Lng: -76.093311), Route carried "on" structure: City street , Year Built: 1921, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 120 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2019), Features Intersected: MANOR CREEK, Facility Carried by Structure: WALTERS AVE.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5455, Location: .5 MI S OF US 422 (Lat: 40.329947, Lng: -76.109703), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,090 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,400 (year 2022), Design Load: HS 20, Features Intersected: HOSPITAL CREEK, Facility Carried by Structure: SPORTSMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5455, Location: .5 MI S OF US 422 (Lat: 40.329947, Lng: -76.109703), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,090 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,400 (year 2022), Design Load: HS 20, Features Intersected: HOSPITAL CREEK, Facility Carried by Structure: SPORTSMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5513, Location: WERNERSVILLE SH PARKSIDE (Lat: 40.331697, Lng: -76.106700), Route carried "on" structure: Other road 781, Year Built: 1913, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 250 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: HOSPITAL CREEK, Facility Carried by Structure: PARKSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $2,000
Structure Number: 5513, Location: WERNERSVILLE SH PARKSIDE (Lat: 40.331697, Lng: -76.106700), Route carried "on" structure: Other road 781, Year Built: 1913, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 250 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: HOSPITAL CREEK, Facility Carried by Structure: PARKSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Roadway Improvement Cost: $2,000, Total Project Cost: $2,000
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Structure Number: 5514, Location: WERNERSVILLE SH MAIN ST (Lat: 40.330794, Lng: -76.108292), Route carried "on" structure: Other road 781, Year Built: 1913, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 250 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: HOSPITAL CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $52,000
Structure Number: 5514, Location: WERNERSVILLE SH MAIN ST (Lat: 40.330794, Lng: -76.108292), Route carried "on" structure: Other road 781, Year Built: 1913, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 250 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: HOSPITAL CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Agenciy, Approaching Roadway Width: 9.4m (30.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $52,000
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Structure Number: 41183, Location: NEAR WOOLTOWN ROAD (Lat: 40.349494, Lng: -76.095092), Route carried "on" structure: Alternate City street , Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2000), Average Future Daily Traffic: 88 (year 2005), Features Intersected: SPRING CREEK, Facility Carried by Structure: T-375 HEIDELBERG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 41183, Location: NEAR WOOLTOWN ROAD (Lat: 40.349494, Lng: -76.095092), Route carried "on" structure: Alternate City street , Year Built: 2001, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2000), Average Future Daily Traffic: 88 (year 2005), Features Intersected: SPRING CREEK, Facility Carried by Structure: T-375 HEIDELBERG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 47961, Location: NORTH WERNERSVILLE (Lat: 40.338028, Lng: -76.085994), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 125 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2023), Design Load: HS 20, Features Intersected: TRIB. TO SPRING CREEK, Facility Carried by Structure: RUSSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 47961, Location: NORTH WERNERSVILLE (Lat: 40.338028, Lng: -76.085994), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 125 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2023), Design Load: HS 20, Features Intersected: TRIB. TO SPRING CREEK, Facility Carried by Structure: RUSSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 54479, Location: Church Street (Lat: 40.353125, Lng: -76.083861), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 225 (year 2022), Truck Traffic: 21%, Average Future Daily Traffic: 266 (year 2036), Design Load: HL 93, Features Intersected: Spring Creek, Facility Carried by Structure: SR 3010 (LR06052)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54479, Location: Church Street (Lat: 40.353125, Lng: -76.083861), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 225 (year 2022), Truck Traffic: 21%, Average Future Daily Traffic: 266 (year 2036), Design Load: HL 93, Features Intersected: Spring Creek, Facility Carried by Structure: SR 3010 (LR06052)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.904, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing